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Pump Station Fuel Storage Tanks Replacement ProjectPump Station Fuel Storage Tanks Replacement ProjectCategory: Government - Misc. Bldgs., Tanks Project ID #: 1004176856Street Address: To Be Announced Agawam MA 01001 Confirmed Value $300,000.00County: Hampden Stage: Biddate SetBid Date: 10/19/2016 , 02:00PMArchitect:Documents Available: Plans, Specs available in Insight Plans available from Tighe & Bond - WestfieldLast Update: 10/5/2016 Plans,Specs were Added/Updated
NotesNotes
Details [Division 2]: Dewatering, Earthwork, Grading, Slope Protection & Erosion Control, Paving & Surfacing,Fences & Gates. [Division 3]: Concrete Formwork, Concrete Reinforcement, Structural Concrete.[Division 4]: Clay Unit Masonry, Marble. [Division 5]: Metal Fabrications. [Division 9]: Painting.[Division 11]: Fluid Waste Treatment/Disposal Equipment. [Division 13]: Ground Storage Tanks.[Division 14]: Elevators. [Division 16]: Voice & Data Systems.
Additional DetailsAdditional DetailsListed On: 9/29/2016 Floor Area:Contract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 10/19/2016 Mandatory Pre Bid Conference:Invitation #: A-0914 Commence Date: 11/18/2016Structures: 2 Completion Date:Single Trade Project: Site Area:Floors: LEED Certification Intent:Parent Project ID: Units:Parking Spaces:
Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact
NameNameAddressAddress PhonePhone EmailEmail FaxFax
Owner Town of Agawam 36 Main St , Agawam,MA 01001
(413) 786-0400
(413) 786-9927
Civil Engineer Tighe & Bond -Westfield
Gary Roberts 53 SouthamptonRoad , Westfield, MA01085
(413) 875-1316
(413) 562-5317
Buyer Activity ReportBuyer Activity ReportStatusStatus Activity LevelActivity Level ContacContac
ttCompanyCompanyNameName
SourceSource PhonePhone EmailEmail BusinessBusinessTypeType
TradesTrades LastLastActiveActive
NewNew JimKinch
S R SPetroleumServices Llc
(781)589-7434
Subcontractor
Assessment,SubsurfaceInvestigation,SiteRemediation,Contaminated SiteMaterialRemoval,Facility...
9/29/2016
NewNew WyllysCass
GayleCorporation
(610)296-0970
Supplier Equipment 10/3/2016
NewNew DeeRodriguez
FitzgeraldFences Inc.
(413)584-3335
Subcontractor
GeneralRequirements,Summary,Price andPaymentProcedures,AdministrativeRequirements,
9/29/2016
Report Date: 10/5/2016 10:38:10 AM © 2016 ConstructConnect. All Rights Reserved. Page 1 of 2
Requirements,Survey and...
ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 10/19/2016 Owner Open Bidding
HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 10/5/2016 False
Report Date: 10/5/2016 10:38:10 AM © 2016 ConstructConnect. All Rights Reserved. Page 2 of 2
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tD V) <
%" CHAMFER- ALL EDGES
9" REINFORCED CONCRETE PAD, SEE DETAIL ON SHEET 6
-WEATHER PROOF VENT HOOD WITH SCREEN
-3" STEEL FILL PIPE
12341 w-AUTOMATIC SHUT OFF VALVE
2" BALL VALVE
2" CHECK VALVE
REMOTE FILL, SEE DETAIL ON SHEET 6
TANK INNER WALL
- FUEL FLOAT
V i' SUCTION PIPE
-TANK GROUND
750 GALLON UL 2085 CYLINDRICAL
y2"-y4" COMPACTED PROCESSED AGGREGATE BASE, 12" DEEP
ABOVE GROUND STORAGE TANK ELEVATIONl /2 " = l '- 0 "
SCHEDULE OF PENETRATIONSFITTING
SIZE MONITOR
© 4" 2” ATMOSPHERIC VENT
4" SPARE
© 6" PRIMARY TANK EMERGENCY VENT
© 6" INTERSTITIAL EMERGENCY VENT
© 4" MECHANICAL LEVEL GAUGE
© 4" FUEL OIL SUPPLY AND FUEL OIL RETURN
© 4" 2" FILL
© 2" INTERSTITIAL MONITOR PORT
PROVIDE NEW 15 ■ GALLON DAY TANK
BALL VALVES-a
y2" FIRE SAFETY VALVE'
Yz" FOS AND FOR' TO GENERATOR
BALL VALVES
3" STEEL SLEEVE, GROUT FILL 7'-6
oro 12'-8
8 ' - 8 ’ S'-O1
FIRE SAFETY VALVE'
BALL VALVES'
■3' GATE
ANTI SIPHON VALVE- (FOS ONLY)
REMOTE FILL
2'-0
l'-0 oro
o
■6' HIGH CHAIN LINK FENCE, SEE DETAIL ON SHEET 6
15'-8’
750 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK PLAN
l /2 " = l '- 0 "
Tighe&BondConsulting Engineers
www. tighebond. com
NS-2A-NS-1A-2
EROSION CONTROL BARRIER (TYP)NS-1A-3/
NS-1B-1AC SEWER
DIRECT BURIAL CABLE ELEC & TEL. SERVICE
%ASPHAL T DRIVEWA Y
% NS-2A-4v 0REMOVE BIRCH
TREEREMOVE EXISTING DAY
TANK & PLATFORMNS-1B-2
\ \ h REMOVEu ' j i \ Jsr500/GAL
\ y a fu el oil tanks. ^
NS-2A-5
ELECTRIC METERNORTH ST.
PUMP STATION-n
\^ W
\ i / \ uAPPROXIMATE LOCATION OF FOS, FOR AND VENT PIPING FOR REMOVAL
NS-2A-6
DIVERSIONMANHOLE
NS-2A-7
WELL £ 0 \l/ NS-2A-8METER
MANHOLE
NS-1B-3NS-2A-14 PROPOSED AST ON — CONCRETE SUPPORT PAD
NS-2A-136' HIGH CHAIN LINK FENCE
NS-1B-4
SITE PLAN1" = 10'
DEMOLITION NOTES:
1. DRAWINGS ARE BASED ON "WASTEWATER PUMPING STATION DET. OF PUBLIC WORKS, AGAWAM, MASS" DRAWINGS BY TIGHE & BOND, DATED JANUARY 1976.
2. REMOVE ONE 500-GALLON UNDERGROUND STORAGE TANK AND PIPING.
3. TIGHE & BOND WILL PROVIDE LICENSED SITE PROFESSIONAL SERVICES FOR THE UST REMOVAL.
4 .THE TANK SHALL BE EMPTIED OF ALL COMBUSTIBLE FLUIDS AND RINSED WITH A MINIMUM OF 55-GALLONS OF CLEAN WATER TO REMOVE RESIDUAL MATERIALS. RINSE WATER SHALL BE REMOVED AND DISPOSED OF FOLLOWING STATE AND FEDERAL DISPOSAL REQUIREMENTS FOR REGULATED WASTES.
5. CONTRACTOR SHALL ASSUME THAT DISPOSAL OF 50 GALLONS OF FUEL OIL WILL BE REQUIRED, EXCLUDING CLEANING FLUIDS.
6. CONTRACTOR SHALL ASSUME THAT THE UST EXCAVATION WILL NOT BE BACK-FILLED UNTIL LABORATORY RESULTS INDICATE THAT SOIL EXCAVATION AND REMOVAL DUE TO A RELEASE OF FUEL FROM THE TANK IS NOT REQUIRED. FOR THE PURPOSES OF SCHEDULING, ASSUME THAT SOIL SAMPLES WILL BE SUBMITTED FOR ANALYSIS THE DAY FOLLOWING THE REMOVAL OF EACH TANK WITH A REQUESTED TURN-AROUND TIME OF TWO BUSINESS DAYS.
7. THE OWNER RESERVES THE RIGHT TO ALLOW BACKFILLING OF THE EXCAVATIONS BEFORE THE LABORATORY RESULTS ARE RECEIVED.
8. PIPING LOCATED WITHIN THE BUILDING'S CONCRETE FOUNDATION AND FLOOR MAY BE ABANDONED IN PLACE. PIPING TO ABANDONED IN PLACE SHALL BE EMPTIED, CLEANED, CUT FLUSH WITH THE SURFACE OF THE CONCRETE AND FILLED WITH NON-SHRINK GROUT.
9. WHERE EXISTING PIPING THROUGH WALLS AND FLOORS ARE REMOVED, THE OPENINGS SHALL BE FILLED WITH NON-SHRINK GROUT.
PROPOSED INSTALLATION NOTES:
1. PROVIDE ONE 750-GALLON, FIREGUARD, UL 2085 CYLINDRICAL ABOVEGROUND STORAGE TANK WITH APPURTENANCES AS DETAILED IN SECTIONS 13201 AND 13426.
2. MAINTAIN A MINIMUM CLEARANCE BETWEEN THE TANK AND THE BUILDING AND FENCE.
3. TWO (2) NEW 1/2" DIAMETER FUEL SERVICE LINES SHALL BE INSTALLED FROM THE NEW ABOVEGROUND TANK TO THE DAY TANK.
4. ALL NEW PIPING SHALL BE PAINTED AS DETAILED IN SECTION 09900.
5. INSTALL FIRE EXTINGUISHER WHERE DIRECTED BY ENGINEER.
VAUNSKJCHEMICAL
tO’lblO\b
Pump Station Fuel Storage TankReplacementProject
Agawam,Massachusetts
MARK DATE DESCRIPTION
PROJECT NO: A0914DATE: 07/22/2016FILE: A-0914-SHT3.dwgDRAWN BY: JMHCHECKED: GMRAPPROVED BY: PMV
NORTH STREET P.S.
SCALE: AS SHOWN
SHEET 3 OF 6
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TANK INNER WALL-
AUTOMATIC SHUT- OFF VALVE (INSIDE TANK)
3" BALL VALVE
3" CHECK VALVE
3" STEEL FILL PIP
REMOTE FILL-
9" REINFORCED CONCRETE PAD, SEE DETAIL ON SHEET 6
-WEATHER PROOF VENT HOOD WITH SCREEN
® ® © ® © 0 © ©
/ — FUEL FLOAT
—V i' SUCTION PIPE
% " CHAMFER ALL EDGES
TANK GROUND COMPACTED PROCESSED AGGREGATE BASE, 12" DEEP
500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK ELEVATION
l / 2 B= l'- 0 "
Vz" FIRE SAFETY VALVEFOS AND FOR'
TO GENERATOR
BALL VALVESSEE DETAIL, SHEET
PROVIDE NEW 15- GALLON DAY TANK ■3" STEEL .SLEEVE,
GROUT FILL
8'-0 oCO
6 ' - 0 ’
■%" FIRE SAFETY VALVE
y2" BALL VALVES
o @•ANTI SIPHON VALVE (FOS ONLY)oo
l '-0 " MIN.ALL SIDES
■REMOTE FILL, SEE DETAIL ON SHEET 6
SCHEDULE OF PENETRATIONSFITTING
SIZE MONITOR
® 4" 2" ATMOSPHERIC VENT
® 4" 2" FILL
© 6" PRIMARY TANK EMERGENCY VENT
© 6" INTERSTITIAL EMERGENCY VENT
© 4" MECHANICAL LEVEL GAUGE
© 4" y>" FUEL OIL SUPPLY AND FUEL OIL RETURN
© 4" SPARE
® 2" INTERSTITIAL MONITOR PORT
500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK PLAN
i /2 " = r -o "
PV-1A-2
FORCEMAIN
JMETER PITTELEPHONE
WET WELL
PROVIDE 500 GALLONS OF TEMPORARY FUEL STORAGE
PUMP STATION
BUILDING
ROSION CONTRO BARRIER ALONG INSIDE OF FENCE
REMOVEEXISTING 500 GALLON
FUEL TANK, PIPING AND DAY TANK
EW 10' WIDE BLE GATE, SEE
d e t a I lToCURB
PV-2A-4
SITE PLAN1" = 10’
DEMOLITION NOTES:
1. DRAWINGS ARE BASED ON "SANITARY SEWERS, DEPT. OF PUBLIC WORKS, AGAWAM, MASS" DRAWINGS BY TIGHE & BOND, DATED JULY, JANUARY 1976.
2. REMOVE ONE 500-GALLON UNDERGROUND STORAGE TANK AND PIPING.
3. TIGHE & BOND WILL PROVIDE LICENSED SITE PROFESSIONAL SERVICES FOR THE UST REMOVAL.
4 .THE TANK SHALL BE EMPTIED OF ALL COMBUSTIBLE FLUIDS AND RINSED WITH A MINIMUM OF 55-GALLONS OF CLEAN WATER TO REMOVE RESIDUAL MATERIALS. RINSE WATER SHALL BE REMOVED AND DISPOSED OF FOLLOWING STATE AND FEDERAL DISPOSAL REQUIREMENTS FOR REGULATED WASTES.
5. CONTRACTOR SHALL ASSUME THAT DISPOSAL OF 50 GALLONS OF FUEL OIL WILL BE REQUIRED, EXCLUDING CLEANING FLUIDS.
6. CONTRACTOR SHALL ASSUME THAT THE UST EXCAVATION WILL NOT BE BACK-FILLED UNTIL LABORATORY RESULTS INDICATE THAT SOIL EXCAVATION AND REMOVAL DUE TO A RELEASE OF FUEL FROM THE TANK IS NOT REQUIRED. FOR THE PURPOSES OF SCHEDULING, ASSUME THAT SOIL SAMPLES WILL BE SUBMITTED FOR ANALYSIS THE DAY FOLLOWING THE REMOVAL OF EACH TANK WITH A REQUESTED TURN-AROUND TIME OF TWO BUSINESS DAYS.
7. THE OWNER RESERVES THE RIGHT TO ALLOW BACKFILLING OF THE EXCAVATIONS BEFORE THE LABORATORY RESULTS ARE RECEIVED.
8. PIPING LOCATED WITHIN THE BUILDING'S CONCRETE FOUNDATION AND FLOOR MAY BE ABANDONED IN PLACE. PIPING TO ABANDONED IN PLACE SHALL BE EMPTIED, CLEANED, CUT FLUSH WITH THE SURFACE OF THE CONCRETE AND FILLED WITH NON-SHRINK GROUT.
9. WHERE EXISTING PIPING THROUGH WALLS AND FLOORS ARE REMOVED, THE OPENINGS SHALL BE FILLED WITH NON-SHRINK GROUT.
10. SUPPORT PIPING AS DETAILED IN SECTION 15060.
PROPOSED INSTALLATION NOTES:
1. PROVIDE ONE 500-GALLON, FIREGUARD, UL 2085 CYLINDRICAL ABOVEGROUND STORAGE TANK WITH APPURTENANCES AS DETAILED IN SECTIONS 13201 AND 13426.
2. PROVIDE A UL CERTIFIED, 500-GALLON TEMPORARY FUEL TANK AND APPURTENANCES.
a. THE TEMPORARY TANK SHALL BE LOCATED SO AS NOT TO INTERFERE WITH TANK REMOVAL OR INSTALLATION OF THE PROPOSED PERMANENT TANK.
3. MAINTAIN A MINIMUM CLEARANCE BETWEEN THE TANK AND THE BUILDING AND FENCE.
4 .TWO (2) NEW Va" DIAMETER FUEL SERVICE LINES SHALL BE INSTALLED FROM THE NEW ABOVEGROUND TANK TO THE DAY TANK.
5. ALL NEW PIPING SHALL BE PAINTED AS DETAILED IN SECTION 09900.
6. INSTALL FIRE EXTINGUISHER WHERE DIRECTED BY ENGINEER.
TigheScBondConsulting Engineers
www. tighebond. com
VALtNSKICHEMICAL
Pump Station Fuel Storage TankReplacementProject
Agawam,Massachusetts
MARK DATE DESCRIPTION
PROJECT NO: A0914DATE: 07/22/2016FILE: A-0914-SHT4.dwg
DRAWN BY: JMHCHECKED: GMRAPPROVED BY: PMV
PLEASANT VALLEY P.S.
SCALE: AS SHOWN
SHEET 4 OF 6
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914-
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.dw
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■WEATHER PROOF VENT HOOD WITH SCREEN
©© © s ^ © ©
(5to<
11234 y ̂ /__ v pi
S-nAUTOMATIC SHUT OFF VALVE
EMOTE FILL, SEE DETAIL ON SHEET 6
54" CHAMFER ALL- EXPOSED EDGES
TANK INNER WALL
FUEL FLOAT
W SUCTION PIPE
9" REINFORCED CONCRETE PAD, SEE DETAIL ON SHEET 6 -TANK GROUND COMPACTED PROCESSED
AGGREGATE BASE, 12" DEEPTO FURNACE LOCATED
ON BASEMENT LEVEL
■y2" FOS AND FOR TO GENERATOR
- 1,500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK ELEVATION
i/2 "= r-o "■y2" FIRE SAFETY VALVE
•SEE DETAIL, SHEET 6
PROVIDE NEW 15 GALLON DAY TANK
■y2" BALL VALVES
-3" STEEL SLEEVE, GROUT FILL
EXISTING CHAIN- LINK FENCE
I
y2" FIRE SAFETY VALVEEMOTE FILL
ot H
in
ry2" BALL VALVES'
P O o o o M
I____
ANTI SIPHON VALVE (FOS ONLY)
9'-7"
3" SWING CHECK VALVE
il
ROVIDE NEW DAY TANK, MOUNT TO EXISTING PAD
UT PIPING FLUSH WITH FLOOR AND WET WELL WALL, CLEAN AND FILL WITH NON-SHRINK GROUT
100-FOOT BUFFER ZONE
SOUTH STREET PUMP STATION
WET WELLTIE W FOS AND FOR INTO EXISTING FURNACE IN BASEMENTREMOVE EXISTING
DAY TANK
SAW CUT ASPHALT, SEE SHEET 6 FOR REPAIR DETAIL
REMOVEEXISTING 500 GALLON FUEL TANK
EW ABOVE GROUND STORAGE TANK
— EROSION CONTROL BARRIERS
" BOLLARDS
100-FOOT BUFFER ZONE
JEXISTING CHAIN LINK FENCEPAVED DRIVEWAY
Tighe&BondConsulting Engineers
www. tighebond. com
VAUNSKJCHEMICAL
/o.y~2o/&
SITE PLAN1" = 10 '
Pump Station Fuel Storage TankReplacementProject
3" CAM AND GROVE DRY DISCONNECT
6" BOLLARDS, SEE DETAIL, SHEET 6
13'-7
SCHEDULE OF PENETRATIONSFITTING
SIZE MONITOR
© 2" INTERSTITIAL MONITOR PORT
4" 3" ATMOSPHERIC VENT
© 4" MECHANICAL LEVEL GAUGE
© 6" PRIMARY TANK EMERGENCY VENT
© 6" INTERSTITIAL EMERGENCY VENT
© 4" 24" FUEL OIL SUPPLY & 24" FUEL OIL RETURN TO BOILER
© 4" 24" FUEL OIL SUPPLY AND 24" FUEL OIL RETURN TO DAY TANK
© 4" 3" FILL
1,500 GALLON UL 2085 CYLINDRICAL ABOVE GROUND STORAGE TANK PLAN
1/2"=r-0"
DEMOLITION NOTES:
1. DRAWINGS ARE BASED ON "WASTEWATER PUMPING STATION DEPT. OF PUBLIC WORKS, AGAWAM, MASS" DRAWINGS BY TIGHE & BOND, DATED JANUARY 1976.
2. REMOVE ONE 2,000-GALLON UNDERGROUND STORAGE TANK AND PIPING.
3. TIGHE & BOND WILL PROVIDE LICENSED SITE PROFESSIONAL SERVICES FOR THE UST CLOSURE.
4 .THE TANK SHALL BE EMPTIED OF ALL COMBUSTIBLE FLUIDS AND RINSED WITH A MINIMUM OF 55-GALLONS OF CLEAN WATER TO REMOVE RESIDUAL MATERIALS. RINSE WATER SHALL BE REMOVED AND DISPOSED OF FOLLOWING STATE AND FEDERAL DISPOSAL REQUIREMENTS FOR REGULATED WASTES.
5. CONTRACTOR SHALL ASSUME THAT DISPOSAL OF 75 GALLONS OF FUEL OIL WILL BE REQUIRED, EXCLUDING CLEANING FLUIDS.
6. CONTRACTOR SHALL ASSUME THAT THE UST EXCAVATION WILL NOT BE BACK-FILLED UNTIL LABORATORY RESULTS INDICATE THAT SOIL EXCAVATION AND REMOVAL DUE TO A RELEASE OF FUEL FROM THE TANK IS NOT REQUIRED. FOR THE PURPOSES OF SCHEDULING, ASSUME THAT SOIL SAMPLES WILL BE SUBMITTED FOR ANALYSIS THE DAY FOLLOWING THE REMOVAL OF EACH TANK WITH A REQUESTED TURN-AROUND TIME OF TWO BUSINESS DAYS.
7. THE OWNER RESERVES THE RIGHT TO ALLOW BACKFILLING OF THE EXCAVATIONS BEFORE THE LABORATORY RESULTS ARE RECEIVED.
8 .PIPING LOCATED WITHIN THE WET WELL MAY REMAIN AFTER BEING CUT FLUSH WITH THE WALL AND FLOOR, CLEANED AND THE PENETRATIONS FILLED WITH NON-SHRINK GROUT.
9. WHERE EXISTING PIPING THROUGH WALLS AND FLOORS ARE REMOVED, THE OPENINGS SHALL BE FILLED WITH NON-SHRINK GROUT.
PROPOSED INSTALLATION NOTES:
1. PROVIDE ONE 1,500 GALLON, FIREGUARD, UL 2085 CYLINDRICAL ABOVEGROUND STORAGE TANK WITH APPURTENANCES AS DETAILED IN SECTIONS 13201 AND 13426.
2 .MAINTAIN A MINIMUM CLEARANCE BETWEEN THE TANK AND THE BUILDING AND FENCE.
3. FOUR (4) NEW Va" DIAMETER FUEL SERVICE LINES SHALL BE INSTALLED FROM THE NEW ABOVEGROUND TANK TO THE DAY TANK AND BUILDING FURNACE.
4 .FOS AND FOS PIPING TO THE BUILDING FURNACE SHALL BE ROUTED OUTSIDE OF THE WET WELL.
5. ALL NEW PIPING AND BOLLARDS SHALL BE PAINTED AS DETAILED IN SECTION 09900.
6. INSTALL FIRE EXTINGUISHER WHERE DIRECTED BY OWNER.
Agawam,Massachusetts
MARK DATE DESCRIPTION
PROJECT NO: A0914DATE: 07/22/2016FILE: A-0914-SHT5.dwgDRAWN BY: JMHCHECKED: GMRAPPROVED BY: PMV
SOUTH STREET P.S.
SCALE: AS SHOWN
SHEET 5 OF 6
($ 1(figures)
Tighe&Bond
Item Item Name and Unit Bid Prices „ . , „ . Total Amount of ItemXT i Estimated Quantity .. ...Number Written in Words and Figures (in figures)
1 School Street Pump Station, Agawam, MA
Closure-in-place of one 2,000 gallon single wall Lump Sum = $steel, concrete encased underground storage tank, piping, day tank and ancillary equipment.
($ )
2 School Street Pump Station, Agawam, MA
Installation of one new 1,500 gallon UL 2085listed aboveground storage tank, piping, Lump Sum = $concrete pad, fence, and ancillary equipment
($ )
3 North Street Pump Station, Agawam, MA
Removal of one 500 gallon single wall steel Lump Sum = $underground storage tank, piping, day tank and ancillary equipment.
($ )
4 North Street Pump Station, Agawam, MA
Installation of one new 750 gallon UL 2085 listedaboveground storage tank, piping, concrete pad, Lump Sum = $fence, and ancillary equipment
($ )
A-0914/9/29/2016 -4
Tighe&Bond
ItemNumber
Item Name and Unit Bid Prices Written in Words and Figures
Estimated Quantity Total Amount of Item (in figures)
5 South Street Pump Station, Agawam, MA
Removal of one 2,000 gallon single wall steel underground storage tank, piping, day tank and ancillary equipment.
Lump Sum $
($ )
6 South Street Pump Station, Agawam, MA
Installation of one new 1,500 gallon UL 2085 listed aboveground storage tank, piping, concrete pad, and ancillary equipment
I .limp Sum $
($ )
7 Pleasant Valley Pump Station, Agawam, MA
Removal of one 500 gallon single wall steel underground storage tank, piping, day tank and ancillary equipment.
I .limp Sum $
($ )
8 Pleasant Valley Pump Station, Agawam, MA
Installation of one new 500 gallon UL 2085 listed aboveground storage tank, piping, fuel pump, dispenser, and ancillary equipment
I .limp Sum $
($ )
ARTICLE 6 - TIME OF COMPLETION
6.1 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.
6.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times as stated in the Agreement.
A-0914/9/29/2016 -5